Plan Review Details - Permit 02050813
Plan Review Stops For Permit 02050813
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2002-06-04 Cont ID  
Sent By dpalmer Date 2002-06-04 Time 06:28 Rev Time 0.00
Received By dpalmer Date 2002-06-04 Time 06:28 Sent To M
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2002-06-04 Cont ID  
Sent By dpalmer Date 2002-06-04 Time 06:28 Rev Time 0.35
Received By pkrauss Date 2002-06-04 Time 13:24 Sent To  
Notes
2002-06-04 00:00:00PROVISO:MECHANICAL PERMIT 02050822
  
 CONDENSATE SHALL DISCHARGE A MINIMUM OF
 12" AWAY FROM THE BUILDING STRUCTURE AS
 PER 2001 FBC 1503.4.4.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT 659-8096
 EXT. 8388.
Review Stop P PLUMBING
Rev No 2 Status P Date 2002-09-26 Cont ID  
Sent By kstevens Date 2002-09-26 Time 17:37 Rev Time 0.00
Received By kstevens Date 2002-09-26 Time 17:37 Sent To  
Notes
2002-09-26 00:00:00REVISION OK - SANT. RISER DIAGRAM
Review Stop P PLUMBING
Rev No 1 Status P Date 2002-05-25 Cont ID  
Sent By kstevens Date 2002-05-25 Time 07:26 Rev Time 0.00
Received By kstevens Date 2002-05-25 Time 07:26 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status F Date 2002-07-17 Cont ID  
Sent By hpiskura Date 2002-07-17 Time 07:17 Rev Time 0.00
Received By hpiskura Date   Time   Sent To  
Notes
2002-07-17 00:00:00THE REVISIONS SUBMITTED JULY 15, 2002
 HAVE THE WRONG ADDRESS.
  
 THE LETTERS REVISING THE WIND PRESSURES
 FOR THE COMPONENTS AND CLADDING DOES NOT
 HAVE THE ARCHITECT'S EMBOSSED SEAL IN
 ACCORDANCE WITH FBC 104.2.2.
  
 THE FLOOR PLAN FOR THE SHUTTERS DOES NOT
 HAVE THE OPENINGS NUMBERED TO DESIGNATE
 LOCATION.
  
 THE SHUTTER INFORMATION DOES NOT HAVE
 THE EMBOSSED SEAL OF THE DESIGNER OF
 RECORD.FBC 104.2.2.
  
 IT WAS NOTED AT TIME OF PERMIT ISSUE
 FORTHE HOUSE, THAT A SEPARATE PERMIT
 AND FEES WOULD BE REQUIRED FOR THE
 WINDOWS, DOORS, SHUTTERS, ETC. BECAUSE
 THE TEST REPORTS PROVIDED AT THAT TIME
 DID NOT MEET THE DECLARED WIND
 PRESSURES ON THE PERMIT PLANS.
  
 PLEASE PROVIDE A PERMIT FOR THE VALUE OF
 THIS PROPOSED WORK, WITH THE
 INFORMATION CORRECTED AS ABOVE,
 SUBSEQUENT TO OR CONCURRENTLY WITH THE
 REVISIONS CHANGING THE DESIGN WIND
 PRESSURES.
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status P Date 2002-07-10 Cont ID  
Sent By hpiskura Date 2002-07-10 Time 14:28 Rev Time 0.00
Received By hpiskura Date   Time   Sent To  
Notes
2002-07-10 00:00:00SEPARATE PERMITS FOR THE WINDOWS, DOORS
 AND HURRICANE SHUTTERS WILL BE REQUIRED.
  
 THE AMERICAN SHUTTERS INFORMATION PAGE 3
 OF 4 ON THE ANCHOR SCHEDULE REQUIRES A
 MINIMUM OF 3320 PSI CONCRETE AND AND
 1596 PSI FOR HOLLOW CONCRETE BLOCK.
 THE ARCHITECTURAL PLANS, ON SHEET 2 OF
 6, DECLARECONCRETE OF 3000 PSI AND
 BLOCK OF 1000 PSI.
  
 THE PRODUCT FORM IS NOT SIGNED AND
 SEALED BY THE DESIGNER OF RECORD.
  
 THE SGD NOA 00-0301.03 HAS A DESIGN
 PRESSURE OF -50 PSF.THE ARCHITECTURAL
 PLANS SHEET 6 OF 6 DECLARE -68.1 PSF.
  
 NOA 01-0516.10 SH400 WINDOWS FOR THE
 SIZES SHOWN ARE LESS THAN 68.1 PSF.
  
 NOA 99-0928.03 DOOR W/SIDELIGHTS HAS A
 PRESSURE DESIGN FOR -50.4, LESS THAN
 68.1 PSF.
  
 THE SBCCI REPORT 2139 FOR THE GARAGE
 DOORS ARE -52 PSF, LESS THAN THE
 ARCHITECT'S DESIGN OF -68.1 PSF.
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2002-06-17 Cont ID  
Sent By hpiskura Date 2002-06-17 Time 15:30 Rev Time 0.00
Received By hpiskura Date   Time   Sent To  
Notes
2002-06-17 00:00:00SECTION 1/A ON SHEET A MAKES REFERENCE
 TO THE HEADER TABLES IN FBC. FBC
 104.2.1 SPEAKS TO PROVIDNG SPECIFIC
 DESIGN DATA AND NOT REFERENCING CODE
 SECTIONS AS A SUBSTITUTE.ALSO, FBC
 2306, 2307, 2308 AND 2309 MAY ONLY BE
 USED IN AREAS WHERE THE WIND SPEED IS
 100 MPH OR LESS.WEST PALM BEACH IS IN
 AN 140 MPH ZONE.PLEASE REVISE
 ACCORDINGLY AND ENSURE COMPLIANCE WITH
 THE DESIGN STANDARDS CITED IN FBC
 2301.2.5.
  
 THE COMPONENT AND CLADDING PRESSURES ARE
 NOT DEFINED FOR ALL OF THE ELEMENTS
 EFFECTED.
  
 SHEET 6 OF 6, HOW WAS THE 1.8 INTERNAL
 PRESSURE DETERMINED?
  
 NOTE 8 ROOF NOTES ON SHEET 6 OF 6 CALLS
 OUT ZONES "C & SE" WHERE ON THE PLANS
 ARE THEY DEFINED?
  
 PROVIDE THE REINFORCED MASONRY DESIGN
 CRITERIA CONTAINED IN ACI 530, SEE FBC
 2103.1.
  
 SHEETS A AND B DETAILS DO NOT READILY
 RELATE TO THE PLANS SHEETS 1 THROUGH 6.
Review Stop Z ZONING
Rev No 1 Status P Date 2002-05-17 Cont ID  
Sent By sgraham Date 2002-05-17 Time 12:13 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***


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